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Author Message
  Topic: connection of columns at plinth level and floor level with beams
jagan0819

Replies: 2
Views: 751

PostForum: SEFI General Discussion   Posted: Wed Feb 26, 2020 10:28 am   Subject: connection of columns at plinth level and floor level with beams
hi sefians

i have a doubt in modelling of a structure(G+1) in staad ,i.e should all the columns at plinth level and floor level(in both directions) get connected with beams. if yes is there any spe ...
  Topic: Magic Program for RCC Column Design -Android Verson
jagan0819

Replies: 4
Views: 1388

PostForum: SEFI General Discussion   Posted: Sun Nov 03, 2019 2:19 pm   Subject: regarding program for column design
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]Dear Sir,[/HIGHLIGHT][/FONT]
[FONT=Verdana, Arial, Helvetica, sans-serif][HIGHLIGHT=#dee3e7]Please find below the email id and mobile nu ...
  Topic: regarding combined footing design of slab beam type
jagan0819

Replies: 2
Views: 906

PostForum: Freshers' Zone   Posted: Wed Oct 23, 2019 1:50 pm   Subject: thank u for valuable suggestion sir
thank u sir
  Topic: regarding combined footing design of slab beam type
jagan0819

Replies: 2
Views: 906

PostForum: Freshers' Zone   Posted: Tue Oct 22, 2019 10:18 am   Subject: regarding combined footing design of slab beam type
dear sefians

we are designing a combined footing of slab beam type for two columns which are in horizontal orientation in plan, we are having a doubt whether the width of beam should be greater t ...
  Topic: provision of reinforcement in columns
jagan0819

Replies: 3
Views: 1488

PostForum: SEFI General Discussion   Posted: Tue Sep 24, 2019 5:12 am   Subject: thank u for valuable suggestion sir
Does the requirement of 3200 sq-mm of steel occur at the base of the FF column ? If so, neither placing the extra bars at the base, nor lapping them with existing bars will suffice. One method will be ...
  Topic: provision of reinforcement in columns
jagan0819

Replies: 3
Views: 1488

PostForum: SEFI General Discussion   Posted: Mon Sep 23, 2019 3:55 am   Subject: provision of reinforcement in columns
hi sefians

we are designing another floor for a office building (which has only ground floor)
and the issue is for column which is located in ground floor(existing floor) has 8 nos-20mm dia bars a ...
  Topic: wind load application in etabs
jagan0819

Replies: 0
Views: 807

PostForum: SEFI Web Site Problems/ Login/Registration Issues   Posted: Sun Sep 15, 2019 3:22 pm   Subject: wind load application in etabs
hi sefians
i have analysed for wind loads in etabs(by using cladding and exposure to shell option) and i got lateral load distribution


my doubts in etabs is i have given Cp value i.e 1.22 in wi ...
  Topic: design of pile reinforcement
jagan0819

Replies: 7
Views: 2401

PostForum: SEFI General Discussion   Posted: Mon May 06, 2019 3:29 am   Subject: thank u for ur valuable suggestion
dear

sundarrao, s arunkumar, abhio

thank u for your valuable suggestions
  Topic: design of pile reinforcement
jagan0819

Replies: 7
Views: 2401

PostForum: SEFI General Discussion   Posted: Fri Apr 26, 2019 4:15 am   Subject: design of pile reinforcement
hi sefians

i am designing a G+4 structure and while coming to foundation design, in soil report at 8mts depth the pile capacity is 195kN(bored pile) and undereamed pile capacity is 220kN and coming ...
  Topic: detailing of strip footing
jagan0819

Replies: 7
Views: 1669

PostForum: Speak Out Box   Posted: Wed Apr 24, 2019 6:09 am   Subject: for design of strip footing you can refer RCC by H.J.SHAH
Can you provide design calculation ? Pdf?


dear sir

for design of strip footing you can refer RCC by H.J.SHAH
 
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